Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit · 2012 · 38 citations · 24 references
EngineeringCivil EngineeringGeotechnical EngineeringTunnel EngineeringUncertainty QuantificationGround Motion CharacterizationSoil DynamicsTunnel DesignTunnel GeologyTunnel Structural AnalysisTunnelingGround Vibration PredictionGround-borne VibrationRailway VibrationSoil - Tunnel InteractionSoil-tunnel InteractionTunnel-soil InteractionVibration PredictionVibration Prediction Models
Underground railways produce significant ground-borne vibration that is reported to disturb people living or working near subways. Designers and engineers use numerical models to predict vibration levels so as to meet the increasingly strict vibration standards. These models commonly include simplifying assumptions to reduce the complexity and cost of the simulation. This paper reviews six commonly disregarded aspects of the underground railway environment and their respective effects on vibration prediction values: a second (twin) tunnel, piled foundations, track with discontinuous slabs, soil inhomogeneity, inclined soil layers, and irregular contact at the tunnel–soil interface. Results suggest that accounting for each of these simplifying assumptions can result in predictions that vary from the simplified cases by at least 5 dB and potentially up to 20 dB. This is a significant level of uncertainty and should be considered when estimating the predictive accuracy of numerical models using simplifying assumptions.
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Characterization of geotechnical variability
Kok‐Kwang Phoon, Fred H. Kulhawy · Canadian Geotechnical Journal · 1999 · 2.3K citations
Dynamic Stiffness and Damping of Piles
Miloš Novák · Canadian Geotechnical Journal · 1974 · 681 citations